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The load P acting on the steel cantilever column has an eccentricity e = 15 mm. with respect to the z-axis. Determine the maximum allowable value of P using a factor of safety of 2.5 against yielding and buckling. Which failure mode governs the solution? The material properties are E = 200 GPa and Gyp = 250 MPa.
The load P acting on the steel cantilever column has an eccentricity e = 15 mm. with respect to the z-axis. Determine the maximum allowable value of P using a factor of safety of 2.5 against yielding and buckling. Which ...

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A typical aluminum-alloy scuba diving tank is shown. The outside diameter of the tank is 200 mm and the wall thickness is 12 mm. If the air in the tank is pressurized to 20 MPa, determine: (a) the longitudinal and hoop stresses in the wall of the tank. (b) the maximum shear stress in the plane of the cylinder wall. (c) the absolute maximum shear stress on the outer surface of the cylinder wall.
A typical aluminum-alloy scuba diving tank is shown. The outside diameter of the tank is 200 mm and the wall thickness is 12 mm. If the air in the tank is pressurized to 20 MPa, determine: (a) the longitudinal and hoop ...

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A beam with cross-section shown is subjected to a moment M, which has a magnitude of 20 kN-m. The resisting moment M. on the cross-section is in the direction shown in the figure. Determine the following: (d) The flexural stress at point A (e) The orientation of the neutral axis (show its location on a sketch of the cross section) (a) The maximum tensile and compressive flexural stresses in the beam.
A beam with cross-section shown is subjected to a moment M, which has a magnitude of 20 kN-m. The resisting moment M. on the cross-section is in the direction shown in the figure. Determine the following: (d) The flexural stress ...

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The structural steel column shown in figure below is fixed at its base and free at its upper end. At the top of the column, a load P = (15 + 0.05R) kip is applied to the stiffened seat support at an eccentricity of e = 9in from the cross-sectional x-axis of the I-section shape. Analyze using the AISC equations and allowable stress method to determine whether the column is safe under the applied eccentric load. Assume E = 29000 ksi and sigma_{y} = 36ksi The area of cross-section A = 10.45i * n ^ 2 the moments of inertia I = 122.671 in and 1=42.692in of the I-section.
  The structural steel column shown in figure below is fixed at its base and free at its upper end. At the top of the column, a load P = (15 + 0.05R) kip is applied to the stiffened seat support ...

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